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St Ann Catholic-LR000927CONCRETE COMPR.JSSIVE STRENGTH TE,_,.£ EIqCiLNF_Y_.RLx~, ING a division of~"-~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 08/28/2000 Report No.: 0022495 Report Date 09/27/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church Attn: Monsignor Kilian Broderick 180 Samuel Boulevard 180 Samuel Boulevard Coppell TX 75019 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Centex Construction MIX I.D.: N/A CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/28/2000 BATCH TIME: N/A PLANT: 41 Tl~m SAMPLED: 3:45pm BY: Shane Spinks SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 103 V CONCRETE: 95 V SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A AIR: N/A AIR CONTENT (%): 1.8 UNIT WEIGIlT (pcf): N/A TEST METHOD: ASTM C-143 PLACEMENT LOCATION: Pier information and technician time: Sec Report #0022494 ASTM C~172 ASTM C-39 SAMPLE LOCATION: P-l, 0.9-1, N.5-1 REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MAXD, IUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE I I 5.25 09/04/2000 7 101750 3600 1 2 5.25 09/04/2000 7 102330 3620 Average 3610 I 3 5.25 09/25/2000 28 118200 4180 I 4 5.25 09/25/2000 28 115250 4080 Average 4130 Technician: Shane Spinks Started: Finished: Report Distribution: eering, Inc. (I) St. Ann's Catholic Community (l) Datum Engineering. Inc. (I) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E. (I) City of Coppell Senior Project Engineer (I) Alliance Architects This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 1 of 1